Sway Frame Problem on Stiffness Method | Sway Frame By Stiffness Matrix Method

Analyze Sway Frame By Stiffness Matrix Method | Problem 4 on Sway Frame Stiffness Method | Analysis of Indeterminate Structures By Displacement Method [ HINDI ] Structural analysis - 2
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[@numannajar.]

I have watched most of your videos related to study, your work, efforts & dedication are simply awesome, worthy & remarkable.

[@mazharfilms8007]

Very nice method of teaching, really appreciate it 😍

[@meghanaspramod6552]

Man...u have explained it soo well. Today is my exam ❤️ I'm so thankful to u.

[@bangaramd9968]

Your teaching is so good sir, it helped me a lot Thank you sir

[@onkarprasadparashar1083]

Very nice experience, knowledge and explanation 0f problem and your note is remarkable and awesome. THANKS

[@cadesignerpro]

the way you explaining K11 , k12 are exact opposite , K12 is stiff.coef at 1 due to unit loading at 2 if read descriptively. For example 'its not 1 ka 3 pe ' its 1pe 3ka ' . That was something making me confuse for hours

[@swadeeptsinha]

I was confused for the same.

[@EnggThMCq]

brother is video ne mera concept puri ki puri clear ho gayi thank you bro

[@dileepkumarverma4769]

You are great sir ji🙏🙏🙏🙏🙏

[@chaitanya_13]

Thanks for the video i have exam tomorrow helped a lot 😄

[@rompemau]

Worth it to watch

[@santoshbhandari616]

Thank you so much ganesh sir

[@sohilkesharwani7907]

👍🏻👍🏻nice video appreciable

[@yeshudarbarambala]

Tysm bro for these vedios...

[@nott.54]

Sir you are amazing Please explain in english Thanks

[@comedykingviveksingh4415]

Thank you bro

[@ganeshdangi3599]

Thank you much more sir.

[@sumeetshinde22]

Thank uuh a lot bro❤ god bless you.

[@sahilsoni8465]

Sir if point load is acting on point B in horizontal direction then how to calculate fixed end moment for that plz sir tell 🙏

[@mahadevaprasadm7086]

Thank you 🔥👍

[@surykantchaudhary5138]

Thanks a lot 👍👍

[@kushalwankhede8575]

Thank you so much

[@harshmehave9131]

can you give your solution pdf of every question in your descrpition box thanks for the amazing lectures

[@indrajeetupadhyay6759]

Thank you

[@varunsai2447]

Bhai if there is no loads on vertical members then how to calculate the p matrix

[@limadas1134]

If far end is not fixed in 3.3 then what will be the value of reaction in far end

[@shahidulislamshumon4383]

If member's I is different, then what will be effect?

[@idealconstruction5956]

Thanks Bhai

[@saadhasan5831]

thanks sir

[@wasimmulla241]

Lecture on Stiffness approach method plz sir

[@shridhardoddamani9757]

Sir i need direct stiffness method lectures so please upload the video

[@susheelpandey4057]

What if support D is roller? Please tell

[@niroopbs713]

How to determine clockwise and anti-clockwise?

[@sabinshrestha2237]

Too good

[@lokeshvardhan7704]

If the other end is roller of fixed, what would be K33? In the example, the deflection of fixed end is 0, if it's roller instead of fixed, what would be the deflection value and sign of the value i.e.,+ve or -ve. Please reply sir.

[@cadesignerpro]

If it was so , there would be four deflections needed to be implemented , and would come k14 k24 etc part too

[@lokeshvardhan7704]

@@cadesignerpro My exam was over. But I did the exact thing that you said. Thank you

[@user-yw3rg3sq2n]

If overhanging moment comes on on right and left side how to find p matrix for that

[@pratikroy6167]

Calculating p3 how to know direction of reaction?

[@overallgyan2741]

lovely

[@k.manojkandela1641]

Good video with detailed explanation. Helpfull 👍

[@aniketsudrik1728]

While using slope deflection equation for MomentAB why we apply -3∆ and not +3∆....?

[@GaneshShegar]

Everytime u have to take -3∆/l .... Never it will be +ve

[@aikeepiteasy1292]

it has very small value, doesn't effect upon numerical thought if you want to study in detail i will recomend you to see S.S Bhavikatti structural analysis II.

[@Gaikwad-1212]

How 12EI /L3. Reaction comes

[@amanjr04]

Sir woh Theta ki value toh radian mei hona chaiye ya degree mei he solve karna hai?

[@duamardeep]

Radian

[@saikumarsms1668]

Stiffness method for two span beam

[@somashiva2831]

👍👌👏

[@VirendraSahu0613]

Fixed end me Stiffness 2EI/L aayega aap galat btaye ho sir.... Tabhi to 6EI/L2 aayega reaction free body diagram se...

[@RockStar-lr4jr]

Sir aagar 4*4 ka matrix hoga to kaise solved karenge?.

[@GaneshShegar]

Manually kr na padega 4*4 ( Kisi Friend ke pass White Wala Vo Calcy raiga to le lena ) itna Bada to nii aiga par watch this:- kzbin.info/www/bejne/gKe8g4t7gtCApq8

[@kishankumargupta3120]

Fixed end pe bhai moment 1/2 distribution hota hai dost

[@sagarmahadik6534]

Delfected shape kaise draw krna he

[@GaneshShegar]

Iske End Mai dekho Banaya hai:- kzbin.info/www/bejne/a4PGq4VubJWGqKs

[@farziengineer1437]

Yeh 12EI/L^3 kha s aya

[@AceHardy]

💻📱

[@lakshminancharlureddy4327]

English me bole bro

[@angelaonwuka1987]

Y'all are funny Writing in English and speaking another language

[@srivastavaaakash5328]

Beam ke case me a,b,c,d ko 1,2,3,4 mante the isme b ko hi 1 coordinate or b ko hi 1 man लिए a kha mar gya

[@niroopbs713]

drive.google.com/file/d/1odazgsnyg6cM2ql2noGRdG1hWUM01R8A/view?usp=drivesdk How to solve this problem 👆can you help me ?